Monroe Excavating, Inc. v. DJD&C Dev., Inc.

2011 Ohio 3169
CourtOhio Court of Appeals
DecidedJune 17, 2011
Docket10 MA 12
StatusPublished
Cited by5 cases

This text of 2011 Ohio 3169 (Monroe Excavating, Inc. v. DJD&C Dev., Inc.) is published on Counsel Stack Legal Research, covering Ohio Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Monroe Excavating, Inc. v. DJD&C Dev., Inc., 2011 Ohio 3169 (Ohio Ct. App. 2011).

Opinion

[Cite as Monroe Excavating, Inc. v. DJD&C Dev., Inc., 2011-Ohio-3169.] STATE OF OHIO, MAHONING COUNTY

IN THE COURT OF APPEALS

SEVENTH DISTRICT

MONROE EXCAVATING, INC., ) ) CASE NO. 10 MA 12 PLAINTIFF-APPELLEE, ) ) - VS - ) OPINION ) DJD&C DEVELOPMENT INC., et al., ) ) DEFENDANTS-APPELLANT. )

CHARACTER OF PROCEEDINGS: Civil Appeal from Common Pleas Court, Case No. 07 CV 2305.

JUDGMENT: Affirmed.

APPEARANCES: For Plaintiff-Appellee: Attorney Kathryn A. Vadas Attorney Peter B. Grinstein Nadler, Nadler & Burdman Co. LPA 20 West Federal Street, Suite 600 Youngstown, OH 44503

For Defendants-Appellant: Attorney Stuart A. Strasfeld Roth, Blair, Roberts, Strasfeld & Lodge 100 Federal Plaza East, Suite 600 Youngstown, OH 44503-1893

JUDGES: Hon. Mary DeGenaro Hon. Cheryl L. Waite Hon. Joseph J. Vukovich

Dated: June 17, 2010 -2-

DeGenaro, J. {¶1} Appellant, Ridgely Park, LLC appeals the December 23, 2009 decision of the Mahoning County Court of Common Pleas, which held that Ridgely Park was in breach for nonpayment of excavation services pursuant to an oral contract with appellee, Monroe Excavating, Inc., and awarded $44,121.22 in damages. {¶2} Ridgely Park argues that the trial court erred by finding that the April 18, 2006 written proposal by Monroe Excavating did not constitute the contract between the parties, and relying on parol evidence to determine the terms of their agreement. Ridgely Park further asserts that many of the trial court's findings were against the manifest weight of the evidence, and specifically argues that Ridgely Park did not waive the written contract's term that all modifications must be in writing, that Ridgely Park did not otherwise orally authorize Monroe Excavating to bill for additional work on an hourly basis, that Ridgely Park did not authorize Monroe Excavating to deviate from Ohio Department of Transportation specifications, that Monroe Excavating should have borne the costs of remedial work, and that Monroe Excavating did not prove the reasonableness of its additional expenses. {¶3} The April 18, 2006 proposal did not constitute the final agreement between the parties, and was merely an offer by Monroe Excavating, which Ridgely Park rejected by introducing an oral counter offer with different terms. The final agreement between the parties was not memorialized in writing. Thus, the use of parol evidence to determine the terms of the oral contract was proper, and a requirement for written modifications would not have applied. There was some competent credible evidence indicating that Ridgely Park instructed Monroe Excavating to use some materials that were not compliant with ODOT specifications, that certain unforeseen conditions required additional work and materials, that Ridgely Park authorized Monroe Excavating to bill on an hourly basis due to Ridgely Park's repeated design changes as well as the remedial and additional work, and that Monroe Excavating's additional expenses were reasonable. {¶4} Accordingly, the trial court reached a proper legal conclusion regarding the existence of an express oral contract between the parties, and its factual findings were -3-

not against the manifest weight of the evidence. Accordingly, the trial court's decision is affirmed. Facts and Procedural History {¶5} Monroe Excavating filed a complaint for breach of contract and other related theories, and foreclosure of mechanic's lien and action on bond, naming Ridgely Park, DJD&C Development, Inc., and Butler Wick Trust Co. as defendants. Monroe Excavating is an excavating company, DJD&C is a general contractor, Ridgely Park is a real estate development company, and Butler Wick is the financial institution that issued the irrevocable letter of credit on behalf of Ridgely Park for Monroe Excavating's lien. Monroe Excavating alleged that Ridgely Park and DJD&C had breached the contract by failing to pay for certain excavation services rendered. Monroe Excavating prayed for $56,750.77 in damages, a 1.5% per month finance charge, as well as interest, costs and attorney fees. {¶6} Ridgely Park, Butler Wick and DJD&C filed answers denying all allegations and asserting a number of defenses. After a number of continuances, status conferences, two unsuccessful mediation conferences, discovery and a number of depositions, a three-day bench trial was held before a magistrate. {¶7} Appearing to testify on behalf of Monroe Excavating were John Monroe, an owner of Monroe Excavating; Robert Burt and Steve Bokry, laborers for Monroe Excavating; Sam Sowards and James Mahoney, employees of the Western Reserve Land Consultants Company, which designed the residential development at issue; Charles Masters, an accountant with experience in road development; and William Davis, an experienced excavator. Appearing to testify on behalf of Ridgely Park were David Kosec, co-manager for Ridgely Park; Dominic Marchionda, president and owner of DJD&C, and co-owner and co-manager of Ridgely Park; and William Gaffney, a civil engineer and manager of an excavation company. {¶8} The subject of the contract between the parties is a residential housing development, called Ridgely Park. The property was initially owned by Robeson Land Company, LLC. Robeson later joined with Marchionda Land Company, LLC on February -4-

24, 2006 to form the entity Ridgely Park, LLC as the owner of the property. Dominic Marchionda was initially the managing officer of Ridgely Park, and became co-manager with David Kosec around March of 2006. {¶9} Marchionda began to solicit contractors' bids for the development in 2005, one of which was from John Monroe of Monroe Excavating (Proposal 167). Monroe Excavating's estimate was for the building of a roadway, drainage system, and a detention pond, pursuant to the measurements and estimates in the design plans, drawn by Western Reserve Land Consultants. Monroe testified that he and Marchionda walked through the development together and discussed costs and soil conditions. Marchionda did not recall meeting with Monroe at that time. {¶10} Pursuant to discussions between the parties, Monroe Excavating submitted a second proposal on February 21, 2006. The second proposal (Proposal 177) included additional services, such as the installation of erosion protection. Subsequent to Kosec's appointment as a co-manager of Ridgely Park, and further discussions among Monroe, Kosec and Marchionda, Monroe Excavating submitted a third proposal (Proposal 187) on April 18, 2006, which included various adjustments in the pricing and planning for the roadway, drainage, detention pond, and erosion protection. Proposal 187 bore Monroe's signature, included a no-oral-modification clause, and indicated that Ridgely Park should sign the proposal if it accepted its terms. No representative of Ridgely Park ever signed the proposal. {¶11} After the submission of Proposal 187, Ridgely Park orally informed Monroe Excavating that it had reduced the size of the project from 35 to 21 lots, due to cost considerations. Additionally, Ridgely Park chose other companies to perform some of the tasks included in Proposal 187. Monroe Excavating did not submit another written proposal to reflect the changes made. Monroe Excavating began its performance around the end of April or beginning of May. {¶12} To build the roadway, the topsoil must first be stripped until a firm base is reached. To achieve a relatively even elevation of the road, cuts and fills are made to the base layer. For the embankment layer of the road, the fill soil used must be of a certain plasticity and stability so that the top of the layer (the subgrade) can be compacted to -5-

create a uniform weight bearing surface. After the subgrade is compacted, it is proof- rolled to ensure its stability. The next layer is the aggregate base, which consists of ten inches of slag.

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Cite This Page — Counsel Stack

Bluebook (online)
2011 Ohio 3169, Counsel Stack Legal Research, https://law.counselstack.com/opinion/monroe-excavating-inc-v-djdc-dev-inc-ohioctapp-2011.